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ST9902-LR061024 Concrete Compression Test Report eM J ENGINEERING, INC 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687 -5192-158 Report Date: 11/14/2006 Concrete Temperature Ambient Temperature 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 10/12/2006 Richard Jones Cloudy Southern Star/9618B ASTM C231 Strength Slump Air Content Specifications 3600 psi @ 28 Days 4 in max 3 % min 6 % max n/a Ticket Number: 1435839 Time Batched: 13:50 Slump: 3in Air Content: 3.5 % Concrete Temperature: 760 F Ambient Temperature: 730 F Placement Location: Inlet Bottom: Inlet#A1-1, Sta. 15+37 Time Sampled: 14:20 Unit Weight: N/A Yardage (c.y.): 3 of 3 Sample Location: Inlet Bottom: Inlet#A1-1, Sta.15+37 Concrete Compression Test Results Cylinder Age Max Load Area strenijth Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR10120601 10/19/2006 7 122020 27.99 4360 C-cone/shear 01 SLR10120602 11/09/2006 28 147570 27.99 5270 E-columnar 01 SLR10120603 11/09/2006 28 145870 27.99 5210 E-columnar 01 SLR10120604 Hold 28 day average 5240 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, Inc -- R. Carl ee, SET. Vice PresidenVCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, an areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page 1 of 1 Concrete Compression Test Report eM J ENGINEERING, INC 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.. 687-5192-158 Report Date: 10/24/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 4 in max Test Data 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 10/12/2006 Richard Jones Cloudy Southern Star/9618B ASTM C231 Ticket Number. 1435839 Time Batched: 13:50 Slump: 3in Air Content: 3.5% Concrete Temperature: 760 F Ambient Temperature: 730 F Placement Location: Inlet Bottom: Inlet #A1-1, Sta. 15+37 Time Sampled: 14:20 Unit Weight: N/A Yardage (c.y): 3 of 3 Sample Location. Inlet Bottom: Inlet #A1-1, Sta. 15+37 Concrete Compression Test Results Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq.in.) 01 SLR10120601 10/19/2006 7 122020 2799 01 SLR10120602 11/09/2006 28 01 SLR10120603 11/09/2006 28 01 SLR10120604 Hold Stren,gth (pSI) 4360 Fracture Type C-cone/shear Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 o Gallons of Water Added On-Site CMJ Engineering, In V LIMITATIONS. The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page 1 of 1